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HomeMy WebLinkAbout406 15 St0, 11 CITE' OF SANlFORD BUILDING A FIRE PRr-VBNTION /Y1 PERMIT APPLICATION Application No: Documented Construction Value: $ 4,680 Job Address: 406 15th St. Historic District; Yes ® No Parcel ID: 36-19-30«504-0200-0040 Residential 0 Commercial Type of Work: NewEl Addition 11 Alteration E RepairEl DemoEl Change of UseEl Move El Description of r R,_ ft•= WhOle h • Plan Review Contact Person: Jack Murray 'Title. Supervisor Phone: 407 841-3310 Fax: (407) 42579934 Einall. swilliamsta'�.westbrookfl.com Property Owner Information Name IS!/ LLC Phone: 407-461-4436 Street: 1656 Lake Rhea Rd Resident of property? : No City, State Zip: Windermere FI 34786 Contractor Information Name Rick Polland/Westbrook Service Corp. Photle: (407) 841-3310 Street: 1411 S. Oranqe Blossom Trail Orlando, FI Fax: (407) 425-9934 City, State Zip: _ Orlando, FI. 32805 State License No.: CFC056645 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NO'T'ICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance ora permit and that all work will be peribmwd to meet standards or all laws regulating construction in this jurisdiction, I understand that a separate permit must he secured for electrical work, plumbing, signs, 'wells, pools, furnaces, lolled, heaters, tanks, and air conditioners, etc. FITC 105.3 Shall be Inscribed with the date of application and the code in effect as or that date: 5111 Edition (2014) Florida Building Code Rcvise d` June 30, 2015 Pcrmit Applicaliun 24 S.H. REPLACE EXISTING 24 S.H. REPLACE X15TwG X LLI EXIST, 5EPROOM CLG. TILE fz-X15T.. STUD *►' 8'-0" CLG. TILE 5 30503, 0 REPLACE EXISTIN N 3p30 S.N. REPLACE EXISTING 406 WEST EXTERIOR WALL SHEATHING TO BE REPLACED WITH NEW Al PROVIDE NEW R38 SPRAY FOAM INSULATION AT ALL 15t�� AVE. 1 F ,,CLOUDED AREA REPRESENTS AREA WHERE EXTERIOR ENTIRE EXTERIOR OF HOME AT FRAME WALL LOCATIONS ROOF/CEILINGS -- .. MR ..:_:. I- VI S I O r3 `t'' N S . WALL STUDS ARE TO BE REPLACED WITH NEW -���_-� AA REPLACE EXISTING 1. rEXISTING -c CxAfzAC�E f -e.(NG. z REPLACE NG EXIS23 REPLACE EXISTING S.W. 23 S.N. + 33 S.N.. + 23 S.N. tj REPLACE EXISTING 23 S.W. + 33 S.N.. + 23 S.N. -39.6 PSF m --j c0 Q _ GREATER THAN 100 SQ FT AND UP TO 500 SQ F( R lii r Q •AuX15TING LU id - f BUILDING AREA SQUARE FOOTAGE CALCULATION' ;.ARE DONE BY THE ARCHITECT/DESIGNER.: v 1 CHEHAI„ PE. WILL BEAR NO RESPONSIBILTY' FOR ACCURACY. BUILDER/OWNER TO VERIFY THAT - THE CALCULATIONS ARE CORRECT. M.T. , 30(08 S.C. III I EXISTING REPLACE 0X1STIV h '-0" LG. I(I XSTI T TILE GLG. TILE 2x68 H.c. III h I �' W K 2668 H.G. III I REPLACE I Q, a: �'> W I�x� x EXISTING I W Q y g 3068 S.C. M.T. I I I� I l lw E X I& T I NCS 3068 FR. ! I I;® Q > Q ®_ Door between garage and living area of house to be minimum 20 minute solid eore.d.00r & self closing. O ❑ I I Iw ip 0 i- I Iii GREAT i�OOI'rI /�, MT. �.L ' I I I �� i - , W'- > LE K — _7 �- 4" REPLACE EXISTING 22 5.H. �) m ��n l ,1 r7 -46 - REPLACE _ h1�,� C,< EXISTING 74` Li 1.-=-TO$�i �ARAGi5b73� �- -- - REPLACE 304 S.N. EXI5TING Lj XIS.-ISTING EXT NC: 2 - 23 5.H.D9�� G REPLACE ��vl X 1ST. OPP I CE EXISTING -7- rO G vL E X 1ST. LOFT TILE _ 8'-0" CLC-;. TILE i 23 S.N. 23 5.H. REPLACE REPLACE ; § EXISTINGEXISTING RECORD COPY GOND FLOC)R PLAN, SCALF: 1/4" =I'-0" H51VIEWED FOR CODE COMPL IANCI" PL4 EXAMINER '771 rf SANFOR fLl ilVG- SiQI A PERMIT ISSUED SHALL BE CONSTRUED•TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO vioLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF TME TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER \ 3/4 �,LYlU00D rQ/fir DECKING LU/ REQUIRING A CORRECTION OF ERRORS IN PLANS, 5/I ro " � CONSTRUCTION OR VIOLATIONS OF THIS CODE \ NARDIBOARD:SUB FLOOR O e, S ,La'- 9 1/16' 2ND FLR. TD tea. 0'-O' FIN15H FLOOR =_---__ _____ ____--_--- itiJ y�� o� 2x12 15TRINGER5 — NOTE, �3\\DING RECONFIGURE EXISTING 5TAIR5 STAIR SECTION SCALE: 1/2" 1'-0 I I� I EXI&TING; NOOK III III ' T -s' CLG. III tILE X1aTINC III 2x68 H e I I I �TORAC�� (D TIL I I cv 2068 H.C. E REF' � XIS--.15TING � D �� T�TU13 SINK w/ FISP. w/ SNOLUER OL.T. EXISTING 2868 H.C. K I T C H E N DRY TILE 5068 S.L. I2 � 0 cLG. TILE 07 L9" X Z W I I '�; REPLACE EXISTING N I I <� 4060 5,L. 4' - I O" I, 9068 N.G. / 4 REPLACE U 'EXISTING z i DESIGN PRESSURE sQ -39.6 PSF m --j c0 Q _ GREATER THAN 100 SQ FT AND UP TO 500 SQ F( R lii r Q LU 0'-O' FIN15H FLOOR =_---__ _____ ____--_--- itiJ y�� o� 2x12 15TRINGER5 — NOTE, �3\\DING RECONFIGURE EXISTING 5TAIR5 STAIR SECTION SCALE: 1/2" 1'-0 I I� I EXI&TING; NOOK III III ' T -s' CLG. III tILE X1aTINC III 2x68 H e I I I �TORAC�� (D TIL I I cv 2068 H.C. E REF' � XIS--.15TING � D �� T�TU13 SINK w/ FISP. w/ SNOLUER OL.T. EXISTING 2868 H.C. K I T C H E N DRY TILE 5068 S.L. I2 � 0 cLG. TILE 07 L9" X Z W I I '�; REPLACE EXISTING N I I <� 4060 5,L. 4' - I O" I, 9068 N.G. / 4 REPLACE U 'EXISTING � 1,00 r E C'7 < �5,� Q �Cn O'd �j V LO QRZ O <' z U z m W co ��hq^� N Ci O p (,<::Iz �k tWo NN Nk� K W `U LI..0 __j tll.E EXI&TING EXISTING EXISTING K FL XIS STING RANGE w/ NOOD E3E � ROOM WAS} .' L AUNPRY FOYER -I_ _ _ O_ Q _ -.- _. - _ _ _ _ 6-0" CLG, 8'-0' CLG. E X 15 T I NCS --- - - - O TILE TILE 8 0 GLG. - - - TILE ' I III I i ' • L__J L._____J j M.T. Q EXISTING 30.4' S.H. 3040 S.N. 1 LAUNDRY /.STORAGE REPLACE 2 - 3068 FR REPLACE XI STING REPLACE EXISTING ( WJ A—XITINC XIS--sTIN� I z a-' 11 11 I < is D IN INCE. ROOM =. XISTING I I 7'_8' GLG, CLG. q REPLACE EX15TING ( s TILE EXISTING ENTRY *1 TILE m 5 O M.T. M.T. - _ ___- _-_ __ _�C_- - - --- _ _-t r�---_-_------- LSI y Fs 3030 S.H. 3030 S.H. 3030 S.N. ®Q u REPLACE REPLACE REPLACE i�.�Jr-/N® N o XISTING EXISTINGEX15TING 4G' +-' General Lumber'Note5 p U_ EXISTING ENTRY *2 All Lumber to be Southern Yellow Pins 12 with maximum content of moisture 19X > � � � Q Exterior Lumber to be Pressure Treated, Studs" May'06 Sprue . 12. Z W O 0 () LL IT Moog a FIRST FLOOR RLA%I CHAD S. LINN, P.E. Z �7�®P� VF WO(�.� SCALE: 1/4' =1'-0' I Q u: • REPLACE ALL DAMAGED EXTERIOR WALL 2X4 STUDS WITH NEW 2X4 STUDS WITH SSPZ AT TOP AND BOTTOM OF EACH STUD; REPLACE ANY DAMAGED EXTERIOR WALL SHEATHING } WITH NEW 7/16" OSB PROVIDE NEW SIDING OVER HOUSEWRAP OVER 7/16" OSB AT EXTERIOR FRAME LOCATIONS I PROVIDE NEW 1/2" DRYWALL AND R11 INSULATION AT INTERIOR OF ALL NEW 2X4 FRAME LOCATIONS ® PROVIDE NEW 1/2" CEILING BOARD AS NEEDED WINDOW MDN ID GtE51C�N -PRESr$URES i DESIGN PRESSURE LESS THAN 20 SQ FT -39.6 PSF GREATER THAN 20 AND UP TO 50 SQ FT -37.0 PSF • �� _ GREATER THAN 100 SQ FT AND UP TO 500 SQ F( R u� a.F f BUILDING AREA SQUARE FOOTAGE CALCULATION' ;.ARE DONE BY THE ARCHITECT/DESIGNER.: v � 1,00 r E C'7 < �5,� Q �Cn O'd �j V LO QRZ O <' z U z m W co ��hq^� N Ci O p (,<::Iz �k tWo NN Nk� K W `U LI..0 __j tll.E EXI&TING EXISTING EXISTING K FL XIS STING RANGE w/ NOOD E3E � ROOM WAS} .' L AUNPRY FOYER -I_ _ _ O_ Q _ -.- _. - _ _ _ _ 6-0" CLG, 8'-0' CLG. E X 15 T I NCS --- - - - O TILE TILE 8 0 GLG. - - - TILE ' I III I i ' • L__J L._____J j M.T. Q EXISTING 30.4' S.H. 3040 S.N. 1 LAUNDRY /.STORAGE REPLACE 2 - 3068 FR REPLACE XI STING REPLACE EXISTING ( WJ A—XITINC XIS--sTIN� I z a-' 11 11 I < is D IN INCE. ROOM =. XISTING I I 7'_8' GLG, CLG. q REPLACE EX15TING ( s TILE EXISTING ENTRY *1 TILE m 5 O M.T. M.T. - _ ___- _-_ __ _�C_- - - --- _ _-t r�---_-_------- LSI y Fs 3030 S.H. 3030 S.H. 3030 S.N. ®Q u REPLACE REPLACE REPLACE i�.�Jr-/N® N o XISTING EXISTINGEX15TING 4G' +-' General Lumber'Note5 p U_ EXISTING ENTRY *2 All Lumber to be Southern Yellow Pins 12 with maximum content of moisture 19X > � � � Q Exterior Lumber to be Pressure Treated, Studs" May'06 Sprue . 12. Z W O 0 () LL IT Moog a FIRST FLOOR RLA%I CHAD S. LINN, P.E. Z �7�®P� VF WO(�.� SCALE: 1/4' =1'-0' I Q u: • REPLACE ALL DAMAGED EXTERIOR WALL 2X4 STUDS WITH NEW 2X4 STUDS WITH SSPZ AT TOP AND BOTTOM OF EACH STUD; REPLACE ANY DAMAGED EXTERIOR WALL SHEATHING } WITH NEW 7/16" OSB PROVIDE NEW SIDING OVER HOUSEWRAP OVER 7/16" OSB AT EXTERIOR FRAME LOCATIONS I PROVIDE NEW 1/2" DRYWALL AND R11 INSULATION AT INTERIOR OF ALL NEW 2X4 FRAME LOCATIONS ® PROVIDE NEW 1/2" CEILING BOARD AS NEEDED WINDOW MDN ID GtE51C�N -PRESr$URES WINDOW AND DOOR AREA (SQ FT) DESIGN PRESSURE LESS THAN 20 SQ FT -39.6 PSF GREATER THAN 20 AND UP TO 50 SQ FT -37.0 PSF GREATER THAN SO AND UP TO 100 SQ FT -33.4 PSF _ GREATER THAN 100 SQ FT AND UP TO 500 SQ F( -30.8 PSF P.O..f3OX 14UO24 j 'ORLANDO, FL, 32814 407-252-6433 1 � G clititi@)linnengineering. coin u� a.F f BUILDING AREA SQUARE FOOTAGE CALCULATION' ;.ARE DONE BY THE ARCHITECT/DESIGNER.: v 1 CHEHAI„ PE. WILL BEAR NO RESPONSIBILTY' FOR ACCURACY. BUILDER/OWNER TO VERIFY THAT - THE CALCULATIONS ARE CORRECT. PROVIDE NEW 1/2" DRYWALL AND R5 INSULATION AT L7RAWN B.S. INTERIOR OF ALL NEW CMU WALLS M<TMCiRtUAI.Ll "L ImATTERNr EXISTING CHECKED PROVIDE NEW SIDING AT EXTERIOR OF CMU WALLS �- �'�-Ywoov, c ) usad NAIL S Ai r O.C;. <TSR1 R &E NA[L5 AT 44 O.G. 6�'AG,NG (E�GTERiUI� BALL SFiRATHING) AREA CALCULATIONS DATE • NO INTERIOR WALLS ARE BEING ALTERED FIRST fiLOOi� 2 02 _ ALL NEW WINDOWS/DOORS BEING REPLACED ARE SAME (r -y 2e?1� Ps�M�o "UNG r�xarr�zN. ,16 CJQ. FT. DRAWING SCALE WIDTHS AS EXISTING WINDOWS/DOORS; I.E. ALL HEADERS use ;d ]I►-� �T;� O.C. ���c SECONDL OOiz 543 Sa• FT• 1/4 - ' `0' ARE EXISTING _. DRAWING NAME MAINTAIN ALL EXISTING HANDICAP RAMPS TC)TAL LIVINCi.:3,009 SQ. FT. 540 -I-LR C�ARAC�E 1,114 5Q. FT. JOB NO. ENTRY #1 224 5a. FT. SHEET CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS; DURING DEMO/CONSTRUCTION, IF 1T IS DETERMINED THAT NOTE: THIS STRUCTURE HAS BEEN DESIGNED UI DING OR EXCEED THE WIND ENTFY *'2 9j 50. FT. . �LOAA FtE;1UIREMENTS OF THE 2014 FLORIDA HrJ2Lb2NG CORE RESIDEN7.'TAL ' vv ��\\ GG i FIFTH EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE 7-10. ANY 1/��3 JQ. FT. ANY ACTUAL CONDITIONS DIFFER FROM WHAT IS SHOWN 1. WIND SPEED= 13914PH ULTIMATE WIND SPEED(VUlt)AND 1081�H(Vasd) ON PLANS CONTRACTOR TO CONTACT ENGINEER FOR 2• RISK CATEGORY ------ 7 - CONSTRUCTION TYPE= SINGLE FAMILY RESIDENCE(V) FURTHER REVIEW 3: WIND EXPOSURE= CATEGORY C TOTAL ARE 4INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS .18 AND / t : ._._. :..._.....,.. - __... ..,.,_,........., .. ..,_....,.. „_.,___....._...... _._.,._ -. m--... ..,_, SURE ADJUSTMENT COEFFICIENT IS 1.40 - - aCwads 4 SHEETS ... -.... .,....: _.,,.... HEIGHT & EXPO � MAY 2 2016 LOOLOOR PLAN SCALE: 1/4' -1'-0' CONE) CON© DUCT TYPE AND INSULATION: R6, SILVER JACKET FIBERGLASS MAIN RETURN BRANCHES: DUCT TYPE: 1.5" THICK R6 FIBROUS DUCT BOARD BATHROOM EXHAUST FANS TO BE 50 CFM EXHAUST FANS 4 1V1 HI1 LAIC. /`""1L— 0 CHECKED FIRST FLOOR PLAN �s DATE SCALE: 1/4' =I'-0' �VILUNG 02-2�-16 DRAWING SCALE DRAWING NAME o �R rn1� 6404�, -MECH JOB NO. NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED. THE WIND j V 8 9 1.1 LOAD REQUIREMENTS OE'THE 2014 FLORIDA BUILDING CODE RESIDENTIAL SHEE T FIFTH'.EDITION-SEC'T'ION 8301 DESIGN CRITERIA AND INCLUDING ASCE 7-10. ; 1, WIND SPEED- .139 MPH ULTIMATE WIND SPEED (Vult) AND 108MPH(Vasd) 2, RISK CATEGORY 2' CONSTRUCTION' TYPE= SINGLE FAMILY RESIDENCE (V) 3WIND EXPOSURE='CATEGORY C 4, IN'T'ERNAL PRESSURE COEFFICIENT FOP, ENCLOSED BUILDINGS IS .18 AND HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT,IS 1.40' i OF SHEE-rS MAY - L 4U IO r\ &�—_ 40 • WEST 15th AVE.L J REVISIONS BY o� oN .mow �m o Z�.®S' 0Q.� 00 L 0 L0u ®o, w 0a: E; ®® z N O` ® Z ®� �ULL o �i DRAWN B.S. 111—wJiee♦eee��ee•Oe0O0eee♦ ��i•��i•O.00eee'r�. �•Oi�i•��ei�ee � � eee0i ecce♦ �eee0iiiii• y�e�♦,e��ge4,r , • ••ieiieiei♦ilii .•� �aaeaa♦aaeaea aeaeaea•� o� oN .mow �m o Z�.®S' 0Q.� 00 L 0 L0u ®o, w 0a: E; ®® z N O` ® Z ®� �ULL o �i DRAWN B.S. i�h7L ❑ ELECTRICAL METER El' DISCONNECT a C=nm ELECTRICAL DIST. PANEL PUSH BUTTON $ SWITCH $3 THREE WAY SWITCH $4 FOUR WAY SWITCH DIMMER SWITCH 0 HANGING LIGHT FIXTURE - CEILING MOUNTED LIGHT FIX {�I 5RACKET LIGHT FIXTURE E: 1/4' =i' - O W/ I 5E( ELE:C ■ RICAL LEGEND ® ADJUSTABLE DOWNLIGHT FIX. ® VAPORPROOF DOWNL IGHT FIX. ® DOWN LIC -;NT FIXTURE � TRACK LIGHTING FIXTURE ---0 --+ THEATRICAL LIGHT STRIP FIX. .FLUORESCENT STRIP FIXTURE 3' FLUORESCENT STRIP FIXTURE 4' FLUORESCENT STRIP FIXTURE 2'x4' FLUORESCENT LIGHT FLOOD L IGHT EXIT LIGHT ® EXHAUST FAN ® SPECIAL PURPOSE OUTLET EXHAUST FAN W/LIGHT FIX. (] FLOOR OUTLET PADDLE FAN OUTDOOR I.U.P. OUTLET /CY GARBAGE DISPOSAL &CFI GROUND FAULT INTERUPTED p-cQ, DOOR CHIMES `V' PrP . �. [`H HORN ® TELEPHONE OUTLET ® SMOKE DETECTOR w/ INTERCOM OUTLET CARBON MONOXIDE SENSOR 0 SPEAKER 0 110V DUPLEX OUTLET Tv TELEVISION OUTLET $ 22 DV OUTLET (D THERMOSTAT 1/2 SWITCHED OUTLET ci AUTOMATIC GARAGE DOOR EMERGENCY LIGHTING OPENER W/5WITCHED LIGHT CON[) CONP NOTE5 : 1, ALL REGEPTAGLE5 LIGHTING AND 5AFETY PROTECTION DEVIGES (i.o. 5D, CMD) .SHALL 3E ON CIRCUITRY PROTECTED BY A U.L. L15TED ARG -FAULT CIRCUIT INTERRUPTER (EXCEPT IN LAUNDRY, KITGHEN, 5ATH5, GARAGE AND P61RCHE5), 2, ALL 5TANDARD AND GFGI REGEPTAGLE5 SHALL BE A U.L. L15TEP TAMPER R-c515TANT AND GFGI TO BE WEATHER RE5157AN7 RECEPTAGLE. EXI5TIN6 HOME HAZARD DETEGTION VI'(7 2ADE5 1) PROVIDE SMOKE 12ETEGTOR5 IN ALL 5LEEPING ROOMS AND WITHIN THE IMMEDIATE VICINITY OF 5LEEPING ROOM5 t GAR50N MONOXIDE DETECTOR5 WITHIN 10' OF ALL 51-EEPIN6 ROOM5 IF NOT EXI5TING. 2j ALL 5MOKE DETECTORS ARE TO HAVE BATTERY SACK -UP AND BE HARDWIRED AND INTERCONNECTED 50 THAT IN THE EVENT ONE 15 ACTIVATED, ALL ARE ACTIVATED (IF NOT EXI5TING) UNLE55 5AI0 INTERCONNECTING AND HARDWIRING WOULD REQUIRE REMOVAL OF INTERIOR WALL OR CEILING FIN15HE5 WHICH EXF05E THE 5TRUCTURE. 5) ALL 5MOKE DETECTOR5 ARE TO LOCATED NO LE55 THAN 36" FROM CEILING FAN (BLADE). ELECTRICAL PLAN ALL ELEYTRICAL.T(l SP IN A(YY)N n A N('H WI'Fl1 2W/ NF'( PLAN SCALE: 1/4' =1'-O' NOTE: THIS'STRUCTURE.LUIS'BEEN DESIGNED TO MEET OR EXCEED THE WIND +;>LOAD �REQUIP.EMEN'1S OF THE 2014 FLORIDA BUILDING CODE RESIDENTIAL FIFTH.'EDITION SECTION R301'DESIGN CRITERIA AND INCLUDING ASCE 7-10. C I. ­WIND SPEED= 139 MPH. ULTIMATE WIND SPEED(Vult)AND 10814PH(Vasd) 2. RISK CATEGORY 2 CONSTRUCTION TYPE= SINGLE FAMILY RESIDENCE(V) 3. WIND EXPOSURE= CATEGORY C 4: INTERNAL PRESSURECOEFFICIENT FOR ENCLOSED BUILDINGS IS .18 AND "HEIGHT &'EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 14 406 WES ■ 15th AVE. REVISIONS COY -E o� aN do 0 —A Z a A ON zil. ���N 0� �3 u—, � > d o) � U 0 CC I J Z 00 ��= F2 LLIV 11 o (j) w . QA �W €_ 0) v j1T LL �.G com EEC E !:S MAY - 2 2016 DRAWN E .e. .'. PrP . �. ♦ i�♦iii♦i+i♦i+i♦i�i♦i��i+��i+i+ii♦i�J -E o� aN do 0 —A Z a A ON zil. ���N 0� �3 u—, � > d o) � U 0 CC I J Z 00 ��= F2 LLIV 11 o (j) w . QA �W €_ 0) v j1T LL �.G com EEC E !:S MAY - 2 2016 DRAWN E .e. WE �ro El El W V1 {{qtq� ppul jj h H CJ Rir.) V� H W W ° qq Cppl (z7 a OCJH��. Nao xiH z� Ul VJ HH qq q�q o�7 H p W H U H W W VEKv�E ., vm WriF, WEVgpy a�zMOUa' z��LQQLyy H W E op�� 11 H WW'J NW'y�,(k7Oz]j W - E H H O N E pp �H�77 WrIN t'IVRI ® M M . G DRAWN " CHECKED DATE SCALE JIM No. SHEET SHEETS